Constitutive modelling of soil and rock interacting with interfaces

机译：土壤与岩石与界面相互作用的构建

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In this paper, the general framework of an elasto-plastic constitutive model for interface behaviour is presented. Important features such as hardening/softening behaviour, phase transformation state (compaction/dilatancy) and critical state are discussed. Emphasis is given to the necessity to take the material microstructure for interface modelling into account. This is possible by resorting to higher order continuum theories such as Cosserat and second-gradient model. The discussion is enlarged to some contact problems as encountered in rock mechanics and to rate and state friction laws along faults for geophysical applications.

机译：本文介绍了界面行为的弹性塑性本构型模型的一般框架。讨论了诸如硬化/软化行为，相变状态（压实/膨胀）和临界状态的重要特征。重点是需要采取材料微观结构的界面建模。通过求助于高阶连续性理论，例如Cosserat和第二梯度模型，这是可能的。讨论扩大到岩石力学中遇到的一些接触问题，以及沿着地球物理应用的故障率和状态摩擦法。

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《Workshop on constitutive and centrifuge modelling : Two extremes》|2002年||共21页
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J. Sulem; V. De Gennaro;
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中图分类土力学、地基基础工程;
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4. Constitutive modelling of soil and rock interacting with interfaces [C] . J. Sulem, V. De Gennaro Workshop on constitutive and centrifuge modelling : Two extremes . 2002

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5. Constitutive modeling of rocks and numerical simulation of oil reservoirs exhibiting pore collapse. [D] . Abdulraheem, Abdulazeez. 1994

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7. Constitutive modelling of cohesionless soils and interfaces with various internal states: An elasto-plastic approach [O] . J. Duriez, É. Vincens 2015

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8. Material Model Studies for Rocks and Soils. Part I. Shock Conditioned Behavior Model for Granite. Part II. General Constitutive Relations for Rocks and Soils, and Part III. Fracture Model for Rocks [R] . Wagner, M. H., Rosenblatt, M., Timurtas, S. 1971

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Constitutive modelling of soil and rock interacting with interfaces

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